Variable stiffness composite beams subject to non-uniformly distributed loads: An analytical solution
An analytical solution is obtained for the 3D static deflection of variable stiffness composite beams subject to non-uniformly distributed loads. Governing differential equations with variable coefficients, reflecting the spatially variable stiffness properties, are presented in which four degrees o...
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Published in | Composite structures Vol. 256; p. 112975 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
15.01.2021
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Subjects | |
Online Access | Get full text |
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